Health Indicators Construction and Remaining Useful Life Estimation for Concrete Structures Using Deep Neural Networks

被引:7
|
作者
Tra, Viet [1 ]
Nguyen, Tuan-Khai [1 ]
Kim, Cheol-Hong [2 ]
Kim, Jong-Myon [1 ]
机构
[1] Univ Ulsan, Dept Elect Elect & Comp Engn, Ulsan 44610, South Korea
[2] Soongsil Univ, Sch Comp Sci & Engn, Seoul 06978, South Korea
来源
APPLIED SCIENCES-BASEL | 2021年 / 11卷 / 09期
关键词
concrete structures; remaining useful life (RUL); stacked autoencoder (SAE); deep neural network (DNN); long short-term memory (LSTM); FAULT-DIAGNOSIS; LSTM; CLASSIFICATION;
D O I
10.3390/app11094113
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Remaining useful life (RUL) prognosis is one of the most important techniques in concrete structure health management. This technique evaluates the concrete structure strength through determining the advent of failure, which is very helpful to reduce maintenance costs and extend structure life. Degradation information with the capability of reflecting structure health can be considered as a principal factor to achieve better prognosis performance. In traditional data-driven RUL prognosis, there are drawbacks in which features are manually extracted and threshold is defined to mark the specimen's breakdown. To overcome these limitations, this paper presents an innovative SAE-DNN structure capable of automatic health indicator (HI) construction from raw signals. HI curves constructed by SAE-DNN have much better fitness metrics than HI curves constructed from statistical parameters such as RMS, Kurtosis, Sknewness, etc. In the next stage, HI curves constructed from training degradation data are then used to train a long short-term memory recurrent neural network (LSTM-RNN). The LSTM-RNN is utilized as a RUL predictor since its special gates allow it to learn long-term dependencies even when the training data is limited. Model construction, verification, and comparison are performed on experimental reinforced concrete (RC) beam data. Experimental results indicates that LSTM-RNN generally estimates more accurate RULs of concrete beams than GRU-RNN and simple RNN with the average prediction error cycles was less than half compared to those of the simple RNN.
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页数:16
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